JPS6363804A - Vibration damping apparatus in illumination pole - Google Patents

Vibration damping apparatus in illumination pole

Info

Publication number
JPS6363804A
JPS6363804A JP61205520A JP20552086A JPS6363804A JP S6363804 A JPS6363804 A JP S6363804A JP 61205520 A JP61205520 A JP 61205520A JP 20552086 A JP20552086 A JP 20552086A JP S6363804 A JPS6363804 A JP S6363804A
Authority
JP
Japan
Prior art keywords
lighting
fluid
vibration
container
vibration damping
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP61205520A
Other languages
Japanese (ja)
Inventor
正夫 木村
軽部 誠
横山 茂志
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
JFE Steel Corp
Original Assignee
Kawasaki Steel Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kawasaki Steel Corp filed Critical Kawasaki Steel Corp
Priority to JP61205520A priority Critical patent/JPS6363804A/en
Publication of JPS6363804A publication Critical patent/JPS6363804A/en
Pending legal-status Critical Current

Links

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Abstract] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 「産業上の利用分野J この発明は主に高速道路高架部、橋梁等に設置される片
持ち型の中空ポールよりなる照明柱に於ける割振装置に
関する。
DETAILED DESCRIPTION OF THE INVENTION INDUSTRIAL APPLICATION J This invention relates to an allocating device for lighting poles consisting of cantilevered hollow poles installed mainly on elevated highways, bridges, etc.

「従来の技術」 主に高速道路高架部、橋梁等には第3図に示す如き片持
ち型の中空ポールよりなる照明柱lが投下されている。
``Prior Art'' Lighting poles l made of cantilevered hollow poles as shown in FIG. 3 are installed mainly on elevated highways, bridges, etc.

当該照明柱lは車輌走行による路面振動或いは風等の外
力を受けて常に振動している。
The lighting column l constantly vibrates due to external forces such as road vibrations caused by running vehicles or wind.

振動測定の一結果は下記の如くである。A result of the vibration measurement is as follows.

1)照明柱の固有振動数は、概そ1〜2Hz。1) The natural frequency of the lighting column is approximately 1 to 2 Hz.

2)車輌走行に起因する路面振動は鉛直方向成分が大半
を占め、その卓越振動数は1〜1411zと広い帯域に
現われる。
2) Most of the road surface vibrations caused by vehicle running are vertical components, and the predominant frequency appears in a wide band of 1 to 1411z.

3)照明柱先端の振動は、走行車輌密度にかかわりなく
路面振動により励振され、路面上とほぼ等しい卓越振動
数である。
3) The vibration at the tip of the lighting column is excited by road surface vibration regardless of the density of running vehicles, and has a predominant frequency that is almost the same as that on the road surface.

4)加速度についても同様のことがいえ、路面及び照明
柱先端共鉛直方向が卓越し、特に振動障害の著しい照明
柱では、先端鉛直方向の最大加速度は重力加速度を上進
るgalを記録。
4) The same can be said for acceleration; the vertical direction is predominant on both the road surface and the tip of the lighting column, and for lighting columns with particularly severe vibration disturbances, the maximum acceleration in the vertical direction of the tip was recorded as gal exceeding the gravitational acceleration.

この結果、上記の振動現象によって照明柱1の先端に取
付けられている照明灯具2の寿命短縮あるいはランプ切
れ、照明のゆれ等の事故につらなる不都合が生じる。
As a result, the above-mentioned vibration phenomenon causes inconveniences such as shortening the life of the lighting fixture 2 attached to the tip of the lighting column 1, or leading to accidents such as lamp burnout and shaking of the lighting.

よって、かかる照明柱本体の振動の減衰を図る措置がと
られねばならず振動の激しい照明柱先端部に制御膜装置
が付加される。
Therefore, measures must be taken to attenuate the vibrations of the lighting column main body, and a control membrane device is added to the tip of the lighting column where vibrations are severe.

当該割振装置は照明柱の外観を損なう形で付加されるも
のであってはならず既に定められたサイズの中空部に収
容され1フて柱外にはみ出ることの無いものであらねば
ならない。
The allocation device must not be added in a manner that impairs the appearance of the lighting column, and must be housed in a hollow portion of a predetermined size and must not protrude outside the column.

かかる要件を充足する提案としては特公昭41−127
87号がある。
A proposal that satisfies these requirements is the Special Publication Publication No. 41-127
There is No. 87.

このものは、振動子に緩衝ばねの一端を取付け、前記緩
衝ばねの他端を振動子当り部を有する筐体の端部に取付
は該筐体を中空ボール内に着脱容易ならしめたことを特
徴とするものであり、該振動子は円筒状筐体の軸方向に
振動し当該軸方向端の当り部に(Ii突する方式である
In this device, one end of the buffer spring is attached to the vibrator, and the other end of the buffer spring is attached to the end of the casing having the vibrator contact portion, so that the casing can be easily attached to and removed from the hollow ball. The vibrator vibrates in the axial direction of the cylindrical casing and hits the abutting portion (Ii) at the end in the axial direction.

「発明が解決しようとする問題点」 しかるに、叙上の制振製置では、以下列記の諸難点がみ
られる。
``Problems to be solved by the invention'' However, the vibration damping installation described above has the following problems.

i)吸振方向が筐体軸方向に規定されて片寄っているた
めに、照明柱の形状3寸法や路盤構造等並びに既述の測
定結果による振動特性よりして、制振すべき方向につい
ての対応が不十分となり、十分なる制振効果が得られな
い。
i) Since the vibration absorption direction is defined in the axial direction of the housing and is biased, measures should be taken regarding the direction in which vibration should be suppressed based on the three dimensions of the lighting column, the roadbed structure, etc., and the vibration characteristics obtained from the measurement results described above. is insufficient, and a sufficient vibration damping effect cannot be obtained.

ii)衝突型であるので、騒音を発し、公害面で開題と
なる場合がある。
ii) Since it is a collision type, it may generate noise and cause pollution.

iii )メカ機構であるので、定期的な保守が必要と
なる。
iii) Since it is a mechanical mechanism, regular maintenance is required.

「問題点を解決するための手段」、「作用」本発明は叙
上の事情に鑑みなされたもので、その要旨とするところ
は、照明柱の先端中空部若しくは照明灯具の上半空間部
に内蔵固定される容器に粘度1 poise以上又は動
粘度100cs を以上の高粘度の粘弾性流体又は、粘
性流体を該容器の1/4〜3/4さらに直径10m程度
の鋼球を前記流体の重量の172〜1/1封入するとし
て、粘弾性流体又は粘性流体の内部粘性抵抗と鋼球同志
間の衝突型ダンパー効果との相乗作用とで振動エネルギ
ーを高能率に吸収して減衰させると共に流体層振動数の
3次元方向に奏される制振効果をもって、既述の諸難点
を全←解消した点にある。
``Means for Solving the Problems'' and ``Operations'' The present invention was made in view of the above circumstances, and its gist is that A high viscosity viscoelastic fluid with a viscosity of 1 poise or more or a kinematic viscosity of 100 cs or more or a viscous fluid is placed in a container that is fixed in the built-in container, and a steel ball with a diameter of about 10 m is added to the weight of the fluid. Assuming that 172 to 1/1 of the viscous fluid is enclosed, the synergistic effect of the internal viscous resistance of the viscoelastic fluid or the viscous fluid and the collision type damper effect between the steel balls absorbs and damps vibration energy with high efficiency, and also creates a fluid layer. It has a vibration damping effect in the three-dimensional direction of vibration frequency, which eliminates all of the problems mentioned above.

「実施例」 以下、これを図に基づいて詳細に説明する。"Example" This will be explained in detail below based on the drawings.

第1図a、bは本発明に係わる容器を照明柱先端中空部
に内蔵させる場合の説明図、第2図a。
FIGS. 1a and 1b are explanatory diagrams of a case in which a container according to the present invention is built into a hollow portion at the tip of a lighting column, and FIG. 2a is an explanatory diagram.

bは照明灯具の上半空間部に内蔵させる場合の説明図で
ある。
b is an explanatory diagram of a case where the lighting device is built into the upper half space of the lighting fixture.

第1図aに示される容器3は通常照明柱1の先端中空部
を最大限に活用すべく円筒容器となるが内蔵可であれば
如何なる形状でもよい。尚図中5は電線管を示す。
The container 3 shown in FIG. 1a is normally a cylindrical container in order to make maximum use of the hollow portion at the tip of the illumination column 1, but it may have any shape as long as it can be built into the container. In addition, 5 in the figure indicates a conduit.

容器3はb図に示される如く照明柱1の先端中空部1a
 (水平部)に内蔵固定される。
The container 3 is located in the hollow part 1a at the tip of the lighting column 1 as shown in figure b.
Built-in and fixed in (horizontal part).

容器3内には高粘度の粘弾性流体又は粘性流体4が封入
され、その内部粘性抵抗でもって3次元方向の振動エネ
ルギーを吸収するが、限られた容積内で所望の減衰能を
確実に奏するものとするために、本発明では、さらに鋼
球6をも封入して、前述の内部抵抗に加えて鋼球同志間
の衝突型ダンパー効果とによっても振動エネルギーの吸
収を図って減衰効果を高めている。
A highly viscous viscoelastic fluid or viscous fluid 4 is sealed inside the container 3, and uses its internal viscous resistance to absorb vibrational energy in three-dimensional directions, ensuring the desired damping ability within a limited volume. In order to achieve this, in the present invention, the steel balls 6 are further enclosed, and in addition to the above-mentioned internal resistance, vibration energy is absorbed by the collision type damper effect between the steel balls and the damping effect is enhanced. ing.

所定の減裏能を奏するための流体4の粘度は実験の結果
、粘度1 poise以上又は動粘度100cs を以
上のもので有効なことが判った(40℃での数値)。
As a result of experiments, it has been found that the viscosity of the fluid 4 to achieve a predetermined back-reducing ability is effective if it has a viscosity of 1 poise or more or a kinematic viscosity of 100 cs or more (values at 40° C.).

又、減衰効果を奏するために容器内で撹拌動並びに衝突
型ダンパー作用を行なうための充満度等については流体
4を容器の174〜374充填のうえ直径10fl程度
の鋼球6は流体4の重量の1/′2〜1/1の範囲であ
ることが実験の結果判明した。
In addition, regarding the degree of filling in order to perform stirring motion and collision-type damper action in the container in order to produce a damping effect, the container is filled with 174 to 374 fluid 4, and the steel ball 6 with a diameter of about 10 fl is equal to the weight of the fluid 4. As a result of experiments, it was found that it was in the range of 1/'2 to 1/1 of .

流体4の具体的な例としてはシリコンオイル。A specific example of the fluid 4 is silicone oil.

CMC等がある。There are CMC etc.

尚、内部抵抗のアップのため、鉄粉混入等がなされるが
、必要に応じて行なってもよい。
Incidentally, in order to increase the internal resistance, iron powder is mixed in, but this may be done if necessary.

第2図aに示される容器3゛は通常照明灯具2の形状に
合わせて楕円形に製せられると共に下位の照明灯(図示
せず)の発熱の寵愛を避けるべく遮熱板を分配するとよ
い。
The container 3'' shown in FIG. 2a is usually made into an oval shape to match the shape of the lighting fixture 2, and it is preferable to distribute heat shielding plates to avoid the heat generated by the lower lighting lamp (not shown). .

封入流体4.鋼球6については第1図の場合に準する。Enclosed fluid 4. Regarding the steel ball 6, the same applies to the case shown in Fig. 1.

以上の本発明装置に於ける3次元方向且つfJi突型ダ
ンパー作用についての減衰効果を調べた模型実験の結果
を第4図に示す。
FIG. 4 shows the results of a model experiment in which the damping effect of the fJi protruding damper action in the three-dimensional direction in the apparatus of the present invention was investigated.

「発明の効果」 ン 叙上本発明の効果を列挙すると次兄の如くである。"Effect of the invention" hmm The effects of the present invention described above are as follows.

i)吸振方向が3次元にも働らくものであるので、照明
柱先端の振動特性に対応し得、有効に制振し得る。
i) Since the vibration absorption direction works in three dimensions, it can correspond to the vibration characteristics of the tip of the lighting column and can effectively suppress vibration.

ii )流体内部又は流体での1h突による吸振である
ので音が発されず、騒音の心配がない。
ii) Since the vibration is absorbed by the 1-hour vibration inside or in the fluid, no sound is emitted and there is no concern about noise.

iii )流体封入後の容器については別設の定期的保
守は不要である。
iii) No separate periodic maintenance is required for the container after it has been filled with fluid.

【図面の簡単な説明】[Brief explanation of drawings]

第1図a、bは本発明の照明柱先端部内蔵用の容器の正
側面図、内蔵態様説明図、第2図a、  bは本発明の
照明灯具内蔵の容器の平面視図、正面視図、第3図は本
発明が対象とする照明柱の説明図、第4図は本発明装置
の減衰効果試験の説明図である。 1・・・照明柱、 2・・・照明灯具、 3・・・容器
、4・・・粘性流体、 5・・・電線管、 6・・・鋼
球。 ズ巨4彷 o、b。 a、              b。
1A and 1B are a front side view and an explanatory view of a built-in state of a container for incorporating the tip of a lighting column according to the present invention, and FIGS. 2A and 2B are a plan view and a front view of a container for incorporating a lighting lamp according to the present invention. FIG. 3 is an explanatory diagram of a lighting column targeted by the present invention, and FIG. 4 is an explanatory diagram of a damping effect test of the apparatus of the present invention. DESCRIPTION OF SYMBOLS 1... Lighting pillar, 2... Lighting fixture, 3... Container, 4... Viscous fluid, 5... Electric conduit, 6... Steel ball. Zugi 4 Akio, b. a, b.

Claims (1)

【特許請求の範囲】[Claims] 照明柱の先端中空部若しくは照明灯具の上半空間部に内
蔵固定される容器に粘度1poise以上又は動粘度1
00cst以上の高粘度の粘弾性流体又は、粘性流体を
該容器の1/4〜3/4さらに直径10mm程度の鋼球
を前記流体の重量の1/2〜1/1封入するとしてなる
ことを特徴とする照明柱に於ける制振装置。
The viscosity is 1 poise or more, or the kinematic viscosity is 1.
A viscoelastic fluid with a high viscosity of 00 cst or more or a viscous fluid is filled in 1/4 to 3/4 of the container, and a steel ball with a diameter of about 10 mm is sealed in 1/2 to 1/1 of the weight of the fluid. A vibration damping device for lighting pillars.
JP61205520A 1986-09-01 1986-09-01 Vibration damping apparatus in illumination pole Pending JPS6363804A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61205520A JPS6363804A (en) 1986-09-01 1986-09-01 Vibration damping apparatus in illumination pole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61205520A JPS6363804A (en) 1986-09-01 1986-09-01 Vibration damping apparatus in illumination pole

Publications (1)

Publication Number Publication Date
JPS6363804A true JPS6363804A (en) 1988-03-22

Family

ID=16508237

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61205520A Pending JPS6363804A (en) 1986-09-01 1986-09-01 Vibration damping apparatus in illumination pole

Country Status (1)

Country Link
JP (1) JPS6363804A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04222312A (en) * 1990-12-21 1992-08-12 Hitachi Zosen Corp Fluidized bed type incinerator
US5311842A (en) * 1992-04-17 1994-05-17 Ebara Corporation Fluidized bed water pipe boiler divided type
JPH079281B2 (en) * 1986-11-26 1995-02-01 エル・ウント・ツエ・シユタインミユラア・ゲゼルシヤフト・ミツト・ベシユレンクテル・ハフツング Apparatus for burning carbonaceous material in a fluidized bed reactor
JPH08235914A (en) * 1995-02-27 1996-09-13 Nippon Steel Corp Pole provided with damping device
JPH1113308A (en) * 1997-06-25 1999-01-19 Matsushita Electric Works Ltd Vibration control device for pole

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH079281B2 (en) * 1986-11-26 1995-02-01 エル・ウント・ツエ・シユタインミユラア・ゲゼルシヤフト・ミツト・ベシユレンクテル・ハフツング Apparatus for burning carbonaceous material in a fluidized bed reactor
JPH04222312A (en) * 1990-12-21 1992-08-12 Hitachi Zosen Corp Fluidized bed type incinerator
US5311842A (en) * 1992-04-17 1994-05-17 Ebara Corporation Fluidized bed water pipe boiler divided type
JPH08235914A (en) * 1995-02-27 1996-09-13 Nippon Steel Corp Pole provided with damping device
JPH1113308A (en) * 1997-06-25 1999-01-19 Matsushita Electric Works Ltd Vibration control device for pole

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